School of Civil Engineering and Architecture, Wuhan University of Technology, 122 Luoshi South Road, Wuhan 430070, China E-mail:
Water Sci Technol. 2017 Jun;75(12):2908-2915. doi: 10.2166/wst.2017.176.
Constructed wetland is widely used to treat municipal sewage. However, lack of carbon source always constraints the application of constructed wetland in advanced tailwater treatment process. Bark was used as the filler and external carbon source of constructed wetland in the study, and the effects of hydraulic retention time (HRT) on NO-N removal efficiency and carbon release velocity were explored. Results showed that the NO-N removal process was steady in the constructed wetland filled with bark without additional carbon source. The NO-N removal efficiency and NO-N concentration presented a first-order reaction. The reaction rate constant k was 0.4 day. The relationship between NO-N removal efficiency (η) and HRT (t) was η = 1-e, and η was increased with increasing of HRT. η reached a maximum of 77% at HRT of 4.48 days. η obtained the minimum of 20% at HRT of 0.75 days. The relationship between the carbon source releasing velocity (v) by bark and HRT was v = 0.53(1.62/t-1/t) + 0.32. v increased first and then decreased with HRT increasing. The maximum v was detected at t = 1.12 days.
人工湿地被广泛应用于处理城市污水。然而,碳源的缺乏一直限制着人工湿地在高级尾水处理过程中的应用。本研究以树皮作为人工湿地的填料和外加碳源,探讨水力停留时间(HRT)对 NO-N 去除效率和碳源释放速率的影响。结果表明,在没有外加碳源的情况下,填充树皮的人工湿地中 NO-N 的去除过程是稳定的。NO-N 的去除效率和 NO-N 浓度呈现一级反应。反应速率常数 k 为 0.4 天-1。NO-N 去除效率(η)与 HRT(t)之间的关系为 η=1-e,随着 HRT 的增加,η 增加。当 HRT 为 4.48 天时,η 达到最大值 77%。当 HRT 为 0.75 天时,η 达到最小值 20%。树皮释放的碳源释放速率(v)与 HRT 之间的关系为 v=0.53(1.62/t-1/t)+0.32。随着 HRT 的增加,v 先增加后减少。当 t=1.12 天时,v 达到最大值。